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Record W2414521255

The use of nontraditional stabilizers for construction of airports in Alaska

2013· article· en· W2414521255 on OpenAlexaboutno aff
Billy Connor, Steve Saboundjian

Bibliographic record

VenueProceedings of the international conferences on the bearing capacity of roads, railways and airfields · 2013
Typearticle
Languageen
FieldEarth and Planetary Sciences
TopicClimate change and permafrost
Canadian institutionsnot available
Fundersnot available
KeywordsSiltEnvironmental scienceGeotechnical engineeringSoil waterCalifornia bearing ratioCompressive strengthGeologyEnvironmental engineeringMaterials scienceSoil scienceComposite material
DOInot available

Abstract

fetched live from OpenAlex

The cost of constructing unsurfaced gravel airports in rural Alaska can easily reach between $30 and $40 million due to the lack of gravel. The lower Kuskokwim and Yukon River delta soils consist entirely of fine silts and sands. Consequently, any gravel required must be imported at a cost of $300 to $600 per cubic yard ($392 to $785 per cubic meter). In an effort to reduce these costs, the Alaska University Transportation Center, in partnership with the Alaska Department of Transportation and Public Facilities developed the use of two part chemical stabilizers to stabilize local marginal materials. Several stabilizing products were incorporated in silt and sand in an effort to find the optimal and most cost­ effective stabilizer. These products included geofiber, chemical stabilizers, and curing agents. Laboratory work included California Bearing Ratio and unconfined compressive strength tests on Horseshoe Lake sand, Fairbanks silt, and other standard sands. Test results revealed that sand-geofiber mixtures should contain an optimum amount of fines (siIt) to mobilize the mix strength effectively. It was also found that the inclusion of an optimum geofiber content in Fairbanks silt (0.2% geofiber by weight) and in Horseshoe Lake sand (0.5% geofiber by weight) maximizes their hearing capacity. Using chemical stabilizers in conjunction with curing additives, hearing capacity was also enhanced as evidenced by unconfined compressive strengths of 1,100 psi (7.6 MPa) achieved for the sands and 600 psi (4.1 MPa) for the silts. This research showed that strength and hearing capacity enhancement of Alaskan marginal soils at airfield construction sites is feasible and cost-effective through the use of nontraditional stabilizers. Future research will evaluate the durability and freeze-thaw susceptibility of these optimized soil-stabilizer mixes.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.018
Threshold uncertainty score0.036

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0010.000
Scholarly communication0.0010.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.079
GPT teacher head0.220
Teacher spread0.141 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations0
Published2013
Admission routes1
Has abstractyes

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